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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.6 LAccepted-Finance C 863 85 GOVIND PURAM GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹50.6 L | L1 | Accepted-Finance Lower Bidder 1 |
| 2 | L2₹65.0 LRejected-Finance | ₹65.0 L | L2 | Rejected-Finance Lower Bidder 2 |
| 3 | Not Admitted-Fee/PreQual/Technical B 30 RDC RAJNAGAR GHAZIABAD U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹59.2 L
EMD Value
₹1.4 L
Closing Date
6 Mar 2026, 3:00 pmClosed
Chief Project Manager, Ghaziabad
Office of the Chief Project Manager (Ghaziabad Zone), U.P. State Bridge Corporation Ltd., F-Block, New Kavi Nagar, Ghaziabad.
Construction of bridge on Kali river Meerut_Badaun Marg_SH-18 urban area KM 72 to 78 Shikarpur bypass district Bulandshahr_ Protection Work
2026_UPSBC_1119576_1
4387/30ET/CPM/GHAZIBAD/2025-26
Open Tender
Civil Works - Bridges
30 days
Shikarpur bypass district Bulandshahr
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
As per Tender Documents
₹1.4 L
11 May 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
PROTECTION WORK
Earth work in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dressing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer incharge (Including Royalty). S.I. 253
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
Providing and laying stone boulder pitching using 25-60 kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H Specification no 2504)
Providing and laying of Toe Wall complete as per specifications and direction of Engineer-in-Charge.
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
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